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FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPL ES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
2" BY 2" 14 GA. WIRE
FABRIC OR EQUIV.
FILTER F,A23RIC MATERIAL
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2" PY 2" BY 14 GA, WIRE
FABRIC OF EwvIV. -�
2'- 0"
5'- 0"
PROVIDE 3/4" - 1.5" 12"
WASHED GRAVET. BACKFILL
IN TRENCH AND ON BOTH SIDES
Or FILTER FENCE rACsiv VN I 8" MIN.
DE T.
FOR OFHELIA KWAN
L 0 CA TED IN THE N.W. 114, OF THE S.W. 114, OF SECTION 18,
AND THE N.E. 114 OF THE S.E. 114 OF SECTION 1,.-, TOWNSHIP 2,.'-?NORTH, ANGE 5 EA S T, VT.1J.
I YTC COUlvT); WAS. INCTON
('y-) 2 (TYP),,"
-41
NOTES:
1, FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND.
2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE
LINE IS 1: 1.
3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO
THE FENCE OF 100 FT.
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
THAT 85% OF THE SOIL CAN PASS THROUGH.
5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM
DIAMETER WASHED GRAVEL,
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED,
6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
r?s-
ALTERNATE 1 Cw, A - ,
SIDEWALK AND PLANTER STRIP
2 (TYP)
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ALTERNATE 2 A
DRIVEWAY OR ALLEY
SEE ZONING CODE FOR
FOR MAX & MIN MOTHS
L COMMERCIAL ZONE
6"°' RESIDENTIAL ZONE
CURB AND GUTTER SHOWN
HOWEVER, OTHER CURBS
MAY BE USED.
A (SEE STANDARD PLANS)
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(TYP)
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IMMEDIATELY. SIDEWALK NEXT TO CURB L_ 10" COMMERCIAL ZONE
THE SURFACE.
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u 2" BY 4" WOOD POST -�
32 ALT: STEEL FENCE POSTS
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S 1 /2"X4" EYPANSI1ON MATFERIAL
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o Cr, 1 t/4"R AT JOINTS � _._...._ .... 4_-
...
a" 1 /2"X4" EXPANSION �
�,,EM. CONC. CURB AND GUTTER
$ I I MATERIAL
^T, j--INKS
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Fo C ?RE-� t NkL-0, (:UTTER -
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1/2"X5" EXPANSiON P,,1''TERIAL
CURB RETURN ONLY
4"
4" PAVEMENT AS PER PLANS
- STANlr)ARD CEM, C0NC. PARKWAY
,.UR F AID D ,BUTTER
GENERAL .NOT
(NO PLANTER STRIP) 6" RESIDENTIAL ZONE
THICKENED BASE OF CURB & GUTTER
TO MATCH APPROACH THICKNESS
NQTES, ON COMMERCIAL APPROACHES. (TYP)
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP.
2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
AND IN CURB/GUTTER TO DUMMY JOINTS.
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED,
4, ALL JOINTS SHALL BE CLEANED AND EDGED.
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR,
7, APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE.
THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/
ALLEY WIDTH.
JOINTS: DU,',iAY JOINTS SHALL BE PLACED NOT TO 'EXCEED 15' C/C NOR LESS THAN 10' C/C. TH-Y SHALL
NOT BE LESS THAN 3/ 16" IN THICKNESS AND :,HALL BE EXTENDED 2" eELOW THE GUTTER LINE.
1 /2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE,
WHERE THE SIDEWALK IS TO BE PL AtCED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1 /2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1 /2"X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRFTr MIX FOR SIDEWALKS
SHALL CONFORM TO THE RECUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21/2" TOOLED EIN'.'.SH,
SUBGRADE COMPACTION SHALL BE 90% (MODIF --D PROCTOR).
1 /4"/FT. SLOPE"
1 /2 "R
r- PAVEMENT AS PER PLANS
-/ Z STANDARD CEM. CONC.
CURB AND CUTTER
SECTION B-B
..J. S D..11_./ A L
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(253)852_-4 :SO '1 w. (80L)? 25 ° - 0 1891 14o�I fre) (253)852-_4955 (flax)
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EXPIRES 11/26/2003
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SEE DETAIL "A"
SECTION A -A
JOINT 3/16 SCORE LINE
i-18
DETAIL A
APPROACH WITH
MONOLITHIC CURB
SEE NOTE 5
N
1 aMove 99. 4`t G.V 0 INSAaLL 4'
R`' gLl N9 F%.A %4E kt 'TEE
REMOVEn
CONNECT TO EX 8" (MJ) Vj I'i1'1 t,
$" Stf Gig CMs) It 8 Sgaol.
W- NEW 8" DI
AT (0 �H 6 M04 V c r`t Fb g145
000 Cis)
4 Ar gw
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EX 4" WATER 8" X 8" X 4" TEE (MJ X MJ X FL) 416•V- Mich
TO BE REMOVED CONNECT TO EX 8" (MJ)�
WEST OF TEE FX "
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Norall Do* Appr- V*
C Minimtsv 0 Maximum @tax. Flaw Rate (.C" grate)
Treach inches mm inches met GPM 4P4 L m Lbs. Kg.
nuY 1588.9 4.1 104.1 93 6 352 14 6 i
BIA12 4.1 104.1 43 119.4 122 8 W 15 6.8
4.7 119.4 53 134.6 152 10 576 16 7A
B dt3N 5.3 134.6 5.3 134.6 - - - 17 17
WK 5.3 134.6 5.9 149.9 163 12 692 18 8.3
5.9 149.9 6.5 165.1 lid 13 809 20 8.9
8806 6.5 165.1 7.1 180.3 245 15 927 21 9.5
*t m 7.1 1?C.3 7.1 180.3 - 3 - 22 10.0
*07 7.1 180.3 1-7 195.6 276 17 1,045 23 10.6 �._.
8ta 7.7 %6 8.3 210.8 308 19 1,164 25 112
w 8 3 210.8 8.9 226.1 339 21 1,284 26 11.8
1�10 8.9 22M 9.5 241.3 311 23 IAG4 27 12.4
^G11 9.5 241.3 10.1 756.5 4C3 25 1,524 29 13L
B612 10.1 256.5 10] 271.8 435 27 1,645 30 13 6 Estimated How rates for each uwrch system
1i2e12A1 10.7 271.8 10.7 271.8 - - 30 136 have been provided as a guide for p7uper
9613 103 7718 113 797.0 467 29 1.7% 31 142 system selection. Actual iield caoijawns
such as tulwgraphicul charactermwl" owlet
8R 4 113 287.0 11.9 302.3 498 31 1,887 33 14.8 restrictions, etc., may cause flow rates to
8615 11.9 3023 12.5 317.5 530 33 2.008 34 15.4 differ hvm the above rates
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NOT1OM OUTLET
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ENO OUTLET
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IN ��l 'A A
S-ANNED NOV 7 2003 ,,,
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